A stochastic approach has been formulated for the linear analysis of suspension bridges subjected to earthquake excitations. The transfer functions of various responses have been formulated while including the e!ects of dynamic Soil}Structure Interaction (SSI) via the use of the "xed-base modes of t
✦ LIBER ✦
Soil-pile-structure interaction effects on the seismic response of a cooling tower
✍ Scribed by Kijun Ahn; Phillip L. Gould
- Publisher
- John Wiley and Sons
- Year
- 1989
- Tongue
- English
- Weight
- 810 KB
- Volume
- 18
- Category
- Article
- ISSN
- 0098-8847
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